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Amendment No. V-l/92 (Jan.)APPENDICES4.2.1 Comparison of mean winds in tropical cyclones4.2.2 Natural frequency and acceleration4.2.3 Wind loads for bridges with spans exceeding 100 m4.2.4 Proposed amendments to BD 37/88 Appendix A (BS 5400: Part 2) clauses 6.8 and 7.24.2.5 Temperature difference for various surfacing depths.4.4.1 Shrinkage of concrete4.4.2 Creep of concrete4.9.1 Bridge bearing Schedule4.11.1 Schedule of expansion joint4.13.1 Design of abutments and piled foundations4.15.1 Standard parapets for highway structures4.15.2 Design of high containment parapets for railwayoverbridges4.17.1 The Advisory Committee on the Appearance of Bridgesand Associated Structures
Amendment No. V-l/92 (Jan.)FIGURES4.2.1 Typical section of decks and roofs modelled in windtunnel tests.4.2.2 Temperature difference for different types ofconstruction.4.2.3 Loading curve for HA UDL4.2.4 Type HA and HB highway loading in combination4.4.1 Gain of strength of concrete4.4.2 Shrinkage reinforcement coefficient4.4.3 Steel ratio for thermal crack control4.4.4 Test results concrete shrinkage4.4.5.1 ))4.4.5.2 ) Concrete creep)4.4.5.3 )4.11 Joint movement4.13.1 Silt factor for estimating scour4.13.2 Bearing pressure4.13.3 Sliding4.13.4 Overturning4.13.5 Vertical piles4.13.6 Raking piles4.15.1 Dimensions of Group P.I parapets4.15.2 Dimensions of Group P.2 parapets4.15.3 Vehicle parapet with concrete barrier fence profile4.15.4 Dimensions of Group P.4 high containment parapets4.15.5 Parapet impact4.15.6 Parapet impact angle4.15.7 Parapet impact force
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UNIVERSITY OF HONG KONGLIBRARYHong
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NOTESThe Civil Engineering Manual o
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CONTSUTSClauseNo,TitleClans®No*Tit
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ALPHABETICAL INDEXTitleClause No.AA
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TitleClause No.GeneralGeneralGenera
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TitleClause No.PERMITS AND SHORT-TE
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TitleClause No.Safety Fences, Pedes
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¥.1*1.2 (Cont'd.)(July 7?)Item 7 s
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V.1.1.4 (Cont'd.)(July 7?)Item 22It
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Y*1*1*7 (Cont'd*)(July 77)If releva
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(July 77)££S2£§S£i^(a)This pro
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7«1*2«1 (Cont f d*(July 77)P*G«B
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(July 7?)acquire land for street wi
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V.1.2,3 (Cont'd.)(July ?7)(ii) By n
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(July 77)1 *41*4*1OHThese instructi
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(July 77)1.4.31 *4*4 FinanceMonthly
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,1«5.1 (Cont'd*)Fuly 77)(d)(vii) W
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V.1.6(July 77)1>6 KefersiacesReleva
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Appendix 1 - p«2(July 77)Pliase I
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V.1Appendix 1 - p*4(July 77)Phase I
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V. 1Appendix 1 - p*6(July 77)Phase
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V.1Appendix 1 - p.8(July 77)NotesSu
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V.1Appendix 1(July 77) - p*1QPART I
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1* PresentationHighways Office* P+V
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v.rAppendix 2 - p*3(July 77)3*7 Dgg
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Y.1Appendix 2 - p*5(July 7?)(v) des
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1* PresentationV.1Appendix 5 w P*1(
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V.1Appendix 5 -(July ?7)(b)(c)(d)lo
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V.1Appendix 4 - P»2(July 77)Schedu
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The amendment is direct conversion
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Name ofRoad/StreetApprovedDrawingBa
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The amendment is direct conversion
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JName of j ApprovedRoad/Street j Dr
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List of Roads Affeoted by Road Wide
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V.1 'Appendix 6(July 77)Prom s Chie
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Appendix 8(July 11}M'E M 0From s C.
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7.1Appendix 10(July 77)MEMOFrom $ C
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7.1Appendix 12(jtdy 77)MEMOFrom i C
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Appendix 14(July 77)Prom s D*L»Ref
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Appendix 16(July 7?)MEMOi Registrar
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V.1Appendix 1? - p«2(July 77)I? Ex
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Highways () DivisionWORKS CONTINGEN
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V.1Appendix 20(juLy 77)CHECK LIST -
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V.1Appendix 21 - p»2(July 77)FOE O
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7.1Appendix 22 - p.2(July 77)21. G.
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H.H.4.3V.1Appendix 24(July 77)Our R
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H.H.Appendix 26(July 77)HIGHWAYS (H
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V.2.2.1(July 77)2*2 PROCEDURE2 * 2
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(July 11}2.5 PRIVATEForms FGForms F
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?*2«3*1 (Cont f d«)(July 77)Appen
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?« 2.3*3 (Cont s d)(July 7?)Only o
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(July 7?)2«4 GQj^MEKT PROJECTS2«4
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Amendnent Sheet Ko» 7Formation Req
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V.2Appendix 1 - p.2(July 77)FOR ADV
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V.2Appendix 2 - p*2(July 77Îtem Ho
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Appendix 3 ~ P*1(July 7?)Notes on F
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¥.2Appendix 5 - P»3(July 77)(* in
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V.2Appendix 4 ~ p*2(July 77)3* To e
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7*2Appendix 6(July 77)Land Developm
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Appendix 7 - P*2(July 77)Land DeTel
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V.2Appendix 7 «• P*4(July 7?)Lan
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Appendix 8 — p*2(July 77)Land Dev
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¥.2Appendix 9(July 77)Authorized A
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Y.2Appendix 11(July 77)Form BProm s
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¥.3.1(July 77)CHAPTER 3MAINTEMAIGE
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(Aug* 78)3*1*2 GeneralAmentoent She
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(Aug* 78)3*1*^ Surveys3«1*5 Inspec
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(Aug. 78)3*2*4 ôcediire^^ for Work
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V.3.2.7(AUK. 78)3*2.7 Correspondenc
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¥.3.4(July 77)3*4 BUS TERMINI AID
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V.3.6(July 77)3.6 TRAFFIC AIDS3.6.1
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77)3-6.4 PrpcdurC. for T., is the a
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V.3*6*7(July 773*6,7 J?l!iMI§,4]^^
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(July 77)3.8 CI^£gANCE .........OF
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77)3«8« l * Obetructigns ........
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.3*9«2 (Cont'd.)(ill) He should ad
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V.3.10.4(July 77)3*10«4 Bailey...
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¥,3.12(July 7?)3«12 MAIHTENANCE O
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¥.3*12.2 (Cont'd.)(July 77)(e) Roa
Page 160 and 161: 3J4DAKGEROTJS BOULDERS(July 77)As a
Page 162 and 163: (July 77)3« '6 MAINTENANCE OF CEME
Page 164 and 165: Appendix 1 - p»2(July 77)RemarksRe
Page 166 and 167: PointV.3Appendix 2 - p.2(July 77)Lo
Page 168 and 169: V.3Appendix 3 - P«2(July 11}Remark
Page 170 and 171: Appendix 4 ~ P*2(July 77)RemarksRec
Page 172 and 173: Appendix 5 ~ P«2(July 77)ftecommen
Page 174 and 175: V.3Appendix 6 - p.2(July 77)ROAD AN
Page 176 and 177: ¥.3Appendix 7 ~P»1(July 77)Gentle
Page 178 and 179: Appendix 8(July 7?)R@f * Highways (
Page 180 and 181: HIGHWAYS OFFICEAppendix 10(July 77)
Page 182 and 183: ¥.3Appendix 12(July 77)REGISTERED
Page 184 and 185: EnactmentRoad Traffic OrdinanceS.15
Page 186 and 187: Enactment Subject Authority Delegat
Page 188 and 189: SIGNS JSP MABKDjaS ~ M INSPECTION R
Page 190 and 191: OA&os&~Whltc paperIE* -paper— (Re
Page 192 and 193: Appendix 19 - p«2(July 77)18. The
Page 194 and 195: 7.3Appendix 1977)* »*!»8B««2a±
Page 196 and 197: Duplicate—re/tow paper—{Retaine
Page 198 and 199: CIVIL ENGINEERING MANUALVOLUME V RO
Page 200 and 201: Amendment No. V-l/92 (Jan.)CHAPTER
Page 202 and 203: 4.4.2.5 Creep of concreteAmendment
Page 204 and 205: Amendment No. V-l/89 (Feb.)4.12.10
Page 206 and 207: Amendment No. V-l/89 (Feb.)4.15.6 R
Page 208 and 209: Amendment No. V-l/89 (Feb)4.17.1 Ae
Page 212 and 213: V.4.1Amendment No. V-l/89 (Feb.)CHA
Page 214 and 215: V.4.2Amendment No. V-l/91 (Jan.)4.2
Page 216 and 217: V.4.2.2Amendment No. V-l/91 (Jan.)4
Page 218 and 219: Amendments No. V-2/84 (March)TABLE
Page 220 and 221: V.4.2.3.3Amendment No. V-l/92 (Jan.
Page 222 and 223: Table 4.2.4a Drag Coefficient CD fo
Page 224 and 225: V.4.2.4Amendment No. V-l/92 (Jan.)4
Page 226 and 227: V.4.2.4.3.1Amendment No. V-l/92 (Ja
Page 228 and 229: GROUP2TYPE OF CONSTRUCTIONSTEEL DEC
Page 230 and 231: V.4Appendix 4.2.1 — p. 2(November
Page 232 and 233: V.4Appendix 4 . 2 . 2 : - p . 2Amen
Page 234 and 235: V.4r , Appendix 4 . 2 . 2 - p . 4 ,
Page 236 and 237: V.4Appendix 4.2.3 — p. 2Amendment
Page 238 and 239: V.4Appendix 4.2.3 - p. 4Amendment N
Page 240 and 241: V.4Appendix 4.2.4 - p. 2Amendment N
Page 242 and 243: V.4Appendix 4.2.4- p\ 4Amendment No
Page 244 and 245: V.4.2.6 (Cont'd)(Noveitiber / 1983)
Page 246 and 247: V.4.2.10Amendment No. V-l/91 . (Jan
Page 248 and 249: (1) HB vehicle within one notional
Page 250 and 251: V.4.2.10.2Amendment No. V-l/91 (Jan
Page 252 and 253: Amendment No. V-l/91 (Jan.)LoadedLe
Page 254 and 255: V.4.2.12.3(November, 1983)4.2.12.3
Page 256 and 257: 7.4.1.2(November, 1983)Highway stru
Page 258 and 259: V.4.2.2Amendments ITo d V-3/854»2
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Amendments !To» V-3/85 (July)4« 2
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DIFFERENCEFROM MEAN VOIDTEMPERATURE
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V, 4*2*4*3(!fevember f 1983)4*2®4
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TABLE A 9 64.^.0SDBPACE TEMPERATURE
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4«2«6f 1983)Although the risk of
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4-2.7V.4.2.7(November, 1983)4.2.7.1
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7*4*2*8(Nbvember f 1983)Pedestrian
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4*2«12«3V*4»2*12*3(November, 198
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V.4Appendix 4«2«1 - p*(Bovember,
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V.4Appendix 4,2.2 - p.2(Kbvember, 1
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V.42, COLUMNS Appendix 4*2*2 - p*4(
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Appendix 4.2.5Amendment No* V-l/92
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V.4Appendix 4-3Amendments No* V-2/8
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TABLE 4.4.1CONDITIONS OF EXPOSURECO
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TABLE 4.4.2Characteristicstrength a
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4*4*2*4 Shrinkage(Ifevember, 1983)S
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3)oc;om•Hmm ajo mo mo(AXm mTIID o
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4«4«2*6 Coefficient of thermal ex
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¥.4.4*4M A * n x 4 (November, 1983
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Y*4*4*4*3 (Qont'd)(November, 1983)T
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Appendix &.4.1-P21000800VDO600o»0u
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TABLE 4.4.3CHEEP INVESTIGATIONDetai
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Appendix 4.4.2-P37 10 20 50 100 200
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7*4POST-TENSIONING SYST3MSAppendix
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4.9 BBABINGS (November, 1983)4*9*1
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TABLE *f.9.1ROTATIONCLASSCLASSIFICA
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AppemSix 4.9.2SCHEDULE OF BEARINGSn
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4*10 FATIGUE(November, 1983)The rec
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«(Hbveniber, 1983)4« 11 ® 6 Psî
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(Sbvember, 1983)Experience has show
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vvSHRINKAGE, CREEP ANDPRESTRESSTHER
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V«4*11*2 (Cont'd)(November, 1983)A
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W.R. Gr a ce (HK) Ltd.CCL Systems P
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Byckerhoff and Widmann AG(Bymdag Sy
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Franki PSC LtdVfong Pa & Company Lt
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V4.12Amendment No. 7-4/85 (Sept*).4
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V4.12Amendment l N Io« ¥-4/85 (Se
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7,4*12*11*1 (Cont'd)mu • • *.
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V*4*13(November, 1983)4*13 TOUNDATI
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4* 13» 5 JteiJIJPULJfeiSlfiLM M iB
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7.4.13.6.2 (Cont'd)(November, 1983)
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lPARTICLE ! SIZE mm//^7f""""1"Tl>oo
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1»3 Overturning2» Piledv.4Appendi
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Y.4*14(November, 1983)4*14 HEADBOOM
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4,14«3 fempjeqsat;Lop, fo r. verti
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4.15 PARAPETSV.4.15(November, 1983)
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4*15«4 BesignV.4«15*4(ifovember,
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V.4«15*5*5 (Cbnt'd)(November, 1983
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4«15«6 Reinfproed i .£onoret e
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4*15.12 Sight ,digtanoea7.4*15.12(N
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TABLESTRENGTH OF BKEMFDJRCED CONCRE
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TABLE 4«15«6DIMENSIONS FOR GBDUP
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•orL^BBranMaanaI,_1 'iAODININGEDF
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15CLFOOTWAYTOP SHAPED TOCOMPLY WITH
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7*4Appendix 4*15*2 - p«1(November,
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¥.4Appendix 4«15*2 - p*34* Vehicl
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4.16 STOKMWATER DRAINAGE7.4.16(Nove
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?.4»l6«2*2(Cont*d)(November, 1983
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¥.4*16*4(Jfovember* 1983)vf' yCity
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V.4.17.2Amendments No. V-2/85 (July
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Amendments No. V-2/85 ( July )FIGUR
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a,FIGURE 4,17.5DIMENSIONS GOVERNING
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Amendments No. V-2/85 (July)Texture
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Amtndmtnis No. V-2/85 ( July)GOOD®
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Amtndmtnt* No. V-2/851 July)EXCESSI
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FIGURE 4.17.13 VISUAL INSTABILITY T
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Amendments No. V - 2 / 85 (July )SU
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¥.4*19*4.7(November^ 983)4.7 Blanc
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12* Clause 4*13*3V.4*19*12(November
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17« Clause 4.15*6V*4*19*17(Kbvembe
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RHYTHMFIGURE 4.1Z17RHYMERHYTHM AND
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V. 4.17.12Amendments No. V-2/85 (Ju
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Amendments No. V-2/85 { July)FIGURE
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V.4Appendix 4.17.1 - p.lAmendments
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V.4Appendix 4.17.1 - p.3Amendments
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4,18 OPERATIONAL CONSIDERATIONSV*4
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4«18*3«2 Maintenance accommodatio
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v.5.1(July 77)CHAPTER 5MINOR WORKS(
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(July*??)5*5 PHEPARATION OF, MINOR
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Highways""""C ) ""DivisionCheck Lis
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Name of Soad sLocation :Sub j ect1*
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(July 77)6.1 ROAD RECORDS6*1.1 Proc
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NAME OF ROAD:—STATUSLOCATIONAPPRO
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V.6Appendix 3(July -??)Road Records
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V.7.2(July, 77)7.2 DESIGN PRINCIPLE
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?*7«2,3(Cont f d)(July, 11}Because
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V*7.2.6(Cont*d)(July, 77)Suitable s
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Ew«*•*1235678TypeofroadCDFeeder6
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.* x(July 77)7.3 DESIGN DETAILS7*3*
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(July 77)provided with a cap at the
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(Jialy 77)7.3* 1 * Edge detailsPave
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(Jialy 77)gully gratings. Because i
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¥.7.5*5(Deo.* 83)- ''"gully gratin
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Ref. : ( ) in E.G. 4/3/2? Highways
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PART BAdditional Requirements to Se
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- 5designed accordingly, rather tha
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FIG. 7.3.6.2GULLY-325 GRATINGFLEXIB
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"FfG. 7. 3.6.4 'UNTRAPPED GULLY{ WI
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a — ooDOUBLE GULLIES ATLOW POINTS
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Figure g. 7.2Relation,, between cum
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Cumulative number of commercial veh
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»uwauy200too1BMMK mmtm lillll T*
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awu200I II ,.„i MMOn strong subgr
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Weight of reinforcement CKg/irr)oOO
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Figure T. 7.12 Gully with opening g
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"I _1NOT.E : All D!MEf4SIQNS IN MIL
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STAHOA.
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STANDARD C.I. GULLY GRATINGREF DftG
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[HKPJ624H77CXOlbMfltHHDate Due
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